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-r, i � . <br /> JPG�1"ST�NC�'OQ PITTSBURGH TESTING LABORATORY �OR4p��=.e.,E <br /> �09 <br /> `a,' � y �vuu��m un <br /> ^` 's 826 N.W. d9�h STREET., SEATTLE, WASHINGTON 98107 <br /> 's i <br /> � 1 �/ .� MI1�1111 �NOI[CtiON TO CLIfNi• ♦M[ I�VOLIC 1HI� 01i1�![lV[•. •LL 11[�OI��• SE 9972 <br /> '16fi �y�h •R[ 1Vl41TTL� �b INC COHlIDLNTI�L PI�OPLMTY Of C�I[NT�, ♦MO �UiNOili1�TIOM Order No. <br /> /y��� ��4�j,\ {01�IVlLIC�fION O! lili[M[NLl. CONCIUfI(1N! ON [�t1�IC1� lROM 01� R[G�1�OING <br /> �fq5AN0��� OVN N[VOPt� I!P[fIRY[O P[HOiNO OVq WI�ITTLry 1��POV�L <br /> CONCRETE TEST REPORT Report No. 103 A <br /> Client's No.D—A04419-0900 <br /> Dare Moulded---12-11-78---_ — Reported __12-19-78 -- <br /> P.ojecr_ Boeing Everett Facility Buildings 40-32%33 — <br /> q� Everett, Washington _ PWO 8—E6282-6100-886019 <br /> Contracror__ The Austin Comp��� --- <br /> See Below -- — — --- <br /> Reporrer� to___ ____ <br /> Concrete Supplier Agsociated Sand 5 Gravel -- ----- <br /> Quantity Represrnted 18 _Cu. Yds. $pecimens made by _ D. Stette: No. $ubmilfed.�._ <br /> Localion of pour__ EopHnga "N-(�(��'________ <br /> --------------.__ _ _-- � ---�- - ---�---------�------- <br /> $trength rcquiremenf --__. 3000 ___psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quan�ifies per cubic yard of cnncrefe) MI% No.: Clasa A <br /> Cemenf---- 517 _Ibs._ S� bogs Type-- Brand_ — <br /> Fine Agg•egate ($SD) _��91_ Ibs. $ource___.__ ._ TY� <br /> ConrseAggregate ($SD)_1951_Ibs. Size— �1�� $ource.___ Type: <br /> Coarse Aggregate (SSD). Ibs. Size Source___ Type: <br /> Water Toml 275 lbs_;pg�g.-- — Gals.ibag <br /> Admixture: Amount ____—_______ _ Kind __ <br /> Admixture: Amount__________ Kind <br /> Above informa�ion obtained (rom: PTL 6atching inspection � projecf Engineer � Cont�actor � <br /> Concrete $upplier � Other � (Designate) __ <br /> Entr. Air o Actuul Slump 6 In. Ticket No.: Z09326 Tk.11088 <br /> Temperatures: Air __51_ _'F Concre•e __ 54 °F Weother Cloudy� wi[h slight rain <br /> Mizing: Cenlral Mix � T�ucL Mix ❑ Job Mix � <br /> Above $ite Information obtained (rom: PTL Inspection Q Project Engineer � Contractor � <br /> Cancrete Supplier � Other � (Designate)_ <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer � Common Carrier � <br /> s�---- . --- - --_----, .. . __---- ------ ---� -- --�—�-- <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVF STRENGTH Areo 28.27 Sq. Ins. <br /> SPECIMEN •OE L�BOR�NRY O�TE T O�TE TOT�L UNIT REPJqT <br /> M1qNING O�YS NUMHER RECEIVEO I_ TESTEO LOAO•POUNOS I 10�0 • P.5.1. 40. <br /> i---___. — �_—__I __—_j__--_� _" � <br /> � <br /> i 97 A 7 10301 12-12 12-18 I 66,500 2350 103 A <br /> 97 B 28 I 10302 ' 1-8 � <br /> j 97 C 28 � 10303 1—B ��� <br /> , � <br /> 0.., -'�A� � <br /> �— I I I . �'Y �'1 � i� I <br /> Day teses previausly reportad \ �� � /� ��� <br /> Rsmorks: cc: 3 9oeinQ Enar. S Cone�Attn: Larrv Clemenrs �f/O ��r' <br /> 1 The Aus[in C�ttn: J. Peterson r — <br /> 1 Bldg. Dgpt_• _�,�y of Everett "�— <br /> 1 As�oc. Sand S Grav_el — <br /> -- —`'`�e�tL1�PTL------- -- <br /> RespeclFully submitted, <br /> PITTSBURGH TESTIN� BORATORY <br /> la Sea[t � I pistrict�M1anager <br />